Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 104
... parallel to grain , shall be designed structurally as follows : ( a ) Short Columns . The safe load , in pounds per square inch of net cross sectional area , for columns and other members stressed in compression parallel to the grain ...
... parallel to grain , shall be designed structurally as follows : ( a ) Short Columns . The safe load , in pounds per square inch of net cross sectional area , for columns and other members stressed in compression parallel to the grain ...
Page 107
... parallel to the grain . ( g ) Joints in Wet Locations . When the joint is to be used in a location " occasionally wet but quickly dried , " tabulated bolt values shall be reduced one - quarter . In locations " usually wet , " tabulated ...
... parallel to the grain . ( g ) Joints in Wet Locations . When the joint is to be used in a location " occasionally wet but quickly dried , " tabulated bolt values shall be reduced one - quarter . In locations " usually wet , " tabulated ...
Page 116
... parallel and in which all pieces are bonded together with glue . Glued Laminated Structural Lumber - Lumber consisting of laminations in which the grain of all laminations is approxi- mately parallel and where all laminations are bonded ...
... parallel and in which all pieces are bonded together with glue . Glued Laminated Structural Lumber - Lumber consisting of laminations in which the grain of all laminations is approxi- mately parallel and where all laminations are bonded ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood